Specific Water Well Detail | ||
Location Info | |||
Owner: Peverley, Guy | Status: Constructed | ||
Location: T8S, R8E, Sec. 36, NW NW NE | County: Pottawatomie | ||
Directions: from Lake Elbo Rd and Myers Valley Rd, 2600 feet E and 100 feet S, St. George | |||
Latitude: 39.319538 | Longitude: -96.4727256 | Datum NAD 27 | |
Latitude: 39.319536 | Longitude: -96.473009 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.319536 | GPS Longitude: -96.473009 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 77 ft. | Elevation: 1183 ft. | |
Static Water Level: 30 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 14-Sep-2022 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Flint Hills Drlg #914 | License #: 914 |
Scanned Form | |
View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. |
Chemical Sample Submitted?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 6 in. to 54 ft | |
Casing height above land surface: 432 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 54 ft to 74 ft | |
Gravel pack intervals | From: 20 ft to 44 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft
From: 44 to 47 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 10 ft. | clay | |
From: 10 ft. to 15 ft. | limey shale, slightly weathered | |
From: 15 ft. to 20 ft. | shale, slightly weathered, red | |
From: 20 ft. to 25 ft. | limestone, moderately weathered | |
From: 25 ft. to 39 ft. | shale, unweathered, gray | |
From: 39 ft. to 47 ft. | shale, unweathered, tan | |
From: 47 ft. to 59 ft. | limestone, highly weathered | |
From: 59 ft. to 74 ft. | shale, unweathered, gray |